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METHOD OF ERECTING MONOLITHIC PRESTRESSED REINFORCED CONCRETE FRAMEWORK OF MULTI-SECTION BUILDING

机译:多层建筑单向预应力钢筋混凝土框架的安装方法

摘要

FIELD: construction.;SUBSTANCE: method for erecting a monolithic prestressed framework includes the installation of the vertical formwork of columns and the horizontal formwork of a flooring, the layout of non-pretensioned reinforcement, the layout of pretensioned cable reinforcement arranged in channel formers and embedded parts for the entire building length, concreting the columns and the floor, pulling the cable reinforcement mechanically onto the concrete and fixing it along the floor ends. Between the sections of the building, paired columns are erected with forming expansion joints between them. After the concrete gains strength, the channel former between the paired columns in the expansion joints is removed from the reinforcement, temporary spacers are installed, and anchor devices with thrust plates are put on the cable reinforcement. Thereinafter, the reinforcement is tensioned with anchoring it with the abutment on the extreme and paired columns, after which the cable reinforcement in the expansion joints is cut, and the temporary spacers are dismantled.;EFFECT: technology simplification.;8 dwg
机译:领域:建筑;实体:一种用于建造整体式预应力框架的方法包括:安装立柱的垂直模板和地板的水平模板,非预应力钢筋的布置,布置在通道架中的预应力电缆钢筋的布置以及在整个建筑物的整个长度中嵌入部件,将圆柱和地板混凝土浇筑,将电缆加强件机械地拉到混凝土上,然后沿地板端固定。在建筑物的各部分之间,竖立成对的立柱,并在两立柱之间形成伸缩缝。在混凝土增强强度之后,将伸缩缝中成对的柱之间的槽道模型从钢筋上移开,安装临时垫片,并将带有止推板的锚固装置放在电缆钢筋上。此后,通过将钢筋与极端和成对的柱上的支座锚固,将钢筋拉紧,然后将伸缩缝中的电缆钢筋剪断,并拆除临时垫片。;效果:技术简化; 8 dwg

著录项

  • 公开/公告号RU2632830C1

    专利类型

  • 公开/公告日2017-10-10

    原文格式PDF

  • 申请/专利权人 GULADZE TEJMURIZ ILICH;

    申请/专利号RU20160129505

  • 发明设计人 GULADZE TEJMURIZ ILICH;

    申请日2016-07-19

  • 分类号E04B1/22;

  • 国家 RU

  • 入库时间 2022-08-21 13:23:18

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